CN209603214U - A kind of one-pass molding embankment gutter excavating device - Google Patents
A kind of one-pass molding embankment gutter excavating device Download PDFInfo
- Publication number
- CN209603214U CN209603214U CN201821633715.0U CN201821633715U CN209603214U CN 209603214 U CN209603214 U CN 209603214U CN 201821633715 U CN201821633715 U CN 201821633715U CN 209603214 U CN209603214 U CN 209603214U
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- Prior art keywords
- steel plate
- absolute altitude
- pass molding
- excavating device
- altitude limit
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Abstract
The utility model provides a kind of one-pass molding embankment gutter excavating device, steel plate is limited including absolute altitude, absolute altitude limit upper surface of steel plate is welded with otic placode, absolute altitude limit lower surface of steel plate is welded with the sizing bucket case of a side opening, sizing bucket box opening direction is parallel with absolute altitude limit steel plate width direction, and absolute altitude limits steel plate and is greater than sizing bucket case width.Using technical solution provided by the utility model, when use, excavating device is lifted on big arm of digger by otic placode, steel plate is limited by absolute altitude to limit the depth of the irrigation canals and ditches excavated, it is consistent each excavating depth, make excavated irrigation canals and ditches one-pass molding, without being modified again to the molding gutter of excavation, reduce the investment of manpower and material resources, working condition is improved, the soil excavated is contained in sizing bucket case, the more soil that can be accommodated in sizing bucket case, embankment gutter digging efficiency is improved, construction speed is accelerated.
Description
Technical field
The utility model relates to technical field of road construction more particularly to a kind of one-pass molding embankment gutter excavating devices.
Background technique
Currently, in order to be drained to rainfall, sewage etc., being generally required in embankment two in different kinds of roads construction project
Drainage ditch is excavated in side, for guiding rainfall, sewage discharge to avoid the road that destroys by rush of water to region is formulated, or even cause mud-rock flow
Etc. natural calamities, in the prior art, in construction embankment irrigation canals and ditches, it is often necessary to employ a large amount of manpower and material resources, user
Work method is excavated, and region only more open in road extended segment could use some general machinery equipments to be excavated, this
Kind of mode needs to put into a large amount of manpower and material resources, and the irrigation canals and ditches excavated often can not one-pass molding, it is also necessary to put into manpower into
Row finishing, working time is long, large labor intensity, and often construction speed is more slow.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of one-pass molding embankment gutter excavating device.
The utility model is achieved by the following technical programs.
The utility model provides a kind of one-pass molding embankment gutter excavating device, including absolute altitude limits steel plate, the absolute altitude
Limit upper surface of steel plate is welded with otic placode, and the absolute altitude limit lower surface of steel plate is welded with the sizing bucket case of a side opening, described
Sizing bucket box opening direction is parallel with absolute altitude limit steel plate width direction, and the absolute altitude limit steel plate struggles against greater than the sizing
Case width.
The sizing bucket box opening end margin is provided with cutting edge.
The absolute altitude limit upper surface of steel plate is also welded with " T " font earth-retaining component, and earth-retaining component with the absolute altitude by limiting
The parallel lateral breast boards in position steel plate width direction and the longitudinal breast boards parallel with absolute altitude limit steel plate length direction weld
Connect composition.
The earth-retaining component further includes stiffener plate, and two sides of stiffener plate limit table on steel plate with the absolute altitude respectively
Face, longitudinal breast boards weld together.
The transverse direction breast boards intersects with absolute altitude limit upper surface of steel plate inclination.
The otic placode length direction is parallel with absolute altitude limit steel plate width direction.
The otic placode quantity is two pieces, and is respectively in the two sides of the absolute altitude limit steel plate length central cross-section.
The sizing bucket case is by being arranged in the side steel plate of the left and right sides, being arranged in parallel below absolute altitude limit steel plate
The rear steel plate that bottom steel plate and setting are arranged in below the absolute altitude limit steel plate, which surrounds, welds together composition.
Several ventholes are provided on steel plate after described.
Sizing bucket case further includes case supports steel plate, case supports steel plate two sides parallel with respect to each other. respectively with institute
State bottom steel plate, absolute altitude limit lower surface of steel plate welds together.
The utility model has the beneficial effects that: using technical solution provided by the utility model, in use, passing through first
Excavating device provided by the utility model is lifted on big arm of digger by otic placode, limits steel plate to the ditch excavated by absolute altitude
The depth of canal is limited, in a mining process, directly make the soil excavated be contained in sizing bucket case in, due to by
Absolute altitude limits the limitation at steel plate edge, is consistent each excavating depth, and sizing bucket case profile inner space and irrigation canals and ditches are horizontal
Cross-sectional shape profile is consistent, and the universal machine of the soil quality that struggles against and can accommodate in case compared to the prior art of being formed is set
It is standby more, to make irrigation canals and ditches excavation of earthwork one-pass molding, embankment gutter digging efficiency is substantially increased, without molding to excavating
Gutter is being modified again, is reduced the investment of manpower and material resources, is improved working condition, accelerates construction speed.
Detailed description of the invention
Fig. 1 is the utility model forward direction axis geodesic structure schematic diagram；
Fig. 2 is the utility model back axis geodesic structure schematic diagram.
In figure: 1- sizing bucket case, 2- case supports steel plate, 3- absolute altitude limit steel plate, 4- earth-retaining component, 5- stiffener plate,
6- otic placode, 7- venthole, the side 101- steel plate, the bottom 102- steel plate, steel plate after 103-, 401- transverse direction breast boards, the longitudinal direction 402- earth-retaining
Plate.
Specific embodiment
Be described further below the technical solution of the utility model, but claimed range be not limited to it is described.
The utility model provides a kind of one-pass molding embankment gutter excavating device, as shown in Figure 1, including that absolute altitude limits steel plate
3, absolute altitude limit 3 upper surface of steel plate is welded with otic placode 6, and absolute altitude limit 3 lower surface of steel plate is welded with the sizing bucket case of a side opening
1, sizing bucket 1 opening direction of case is parallel with absolute altitude limit 3 width direction of steel plate.
Using technical solution provided by the utility model, in use, being opened first by otic placode by provided by the utility model
It digs device to be lifted on big arm of digger, steel plate is limited by absolute altitude, the depth of the irrigation canals and ditches excavated is limited, primary
In mining process, it is contained in the soil excavated in sizing bucket case, due to being limited by absolute altitude limit steel plate edge,
It is consistent each excavating depth, sizing bucket case profile inner space is consistent with irrigation canals and ditches cross-sectional profile profile, and
The general machinery equipment of the soil quality that can be accommodated in sizing bucket case compared to the prior art is more, so that the irrigation canals and ditches earthwork be made to dig
One-pass molding is dug, embankment gutter digging efficiency is substantially increased, without modifying again to the molding gutter of excavation, reduces people
The investment of power material resources, improves working condition, accelerates construction speed.
Further, sizing bucket 1 open end edge of case is provided with cutting edge.In general, sizing bucket 1 open end edge of case does not have
When being provided with cutting edge, the present apparatus is only applicable to be that relatively soft sand loam soil is constructed, and works as the sizing bucket opening end edge of case 1
When edge is provided with cutting edge, the present apparatus is made to be applicable to the soil horizon compared with hard, is conducive to improve digging efficiency.
Further, absolute altitude limit 3 upper surface of steel plate is also welded with " T " font earth-retaining component 4, earth-retaining component 4 by with mark
The height parallel lateral breast boards 401 of limit 3 width direction of steel plate and the longitudinal earth-retaining parallel with absolute altitude limit 3 length direction of steel plate
Plate 402 is welded to form.Earth-retaining component 4 further includes stiffener plate 5, and 5 two sides of stiffener plate are respectively and on absolute altitude limit steel plate 3
Surface, longitudinal breast boards 402 weld together.Lateral breast boards 401 intersects with absolute altitude limit 3 upper surface of steel plate inclination.Using
The technical solution of the utility model, by earth-retaining component 4, the extra earthwork generated in usage mining can be along earth-retaining component 4
Overflow and go out, and avoid and reenter in the irrigation canals and ditches excavated, so as to improve irrigation canals and ditches Mining Quality, improve excavation effect
Rate.
Further, 6 length direction of otic placode is parallel with absolute altitude limit 3 width direction of steel plate.6 quantity of otic placode is two pieces, and
And it is respectively in the two sides in absolute altitude limit 3 lengthwise centers section of steel plate.It using the technical solution, facilitate device can by otic placode 6
Ground is lifted on big arm of digger, facilitates the mechanical excavation of progress and use.
Further, by being arranged in, the side steel plate 101 of the left and right sides, be arranged in parallel limits steel plate 3 in absolute altitude to sizing bucket case 1
The rear steel plate 103 that the bottom steel plate 102 of lower section and setting are arranged in 3 lower section of absolute altitude limit steel plate, which surrounds, welds together composition.
Sizing bucket case 1 further includes case supports steel plate 2, the two sides parallel with respect to each other. of case supports steel plate 2 respectively with bottom steel plate 102,
Absolute altitude limit 3 lower surface of steel plate welds together.Using the technical solution, be conducive to the structural strength for improving sizing bucket case, In
In mining process, irrigation canals and ditches one-pass molding can be made, and be suitable for the soil horizon of more hard, improve digging efficiency.
Further, several ventholes 7 are provided on rear steel plate 103.By the way that venthole 7 is arranged, sizing bucket ensure that
Case excavates every time can fill soil, and avoiding air from entering wherein causes soil to contain discontented situation appearance, improves
Digging efficiency.
Claims (10)
1. a kind of one-pass molding embankment gutter excavating device, it is characterised in that: limit steel plate (3) including absolute altitude, the absolute altitude limit
Position steel plate (3) upper surface is welded with otic placode (6), and absolute altitude limit steel plate (3) lower surface is welded with the sizing bucket of a side opening
Case (1), sizing bucket case (1) opening direction is parallel with absolute altitude limit steel plate (3) width direction, and the absolute altitude limits steel
Plate (3) is greater than sizing bucket case (1) width.
2. a kind of one-pass molding embankment gutter excavating device according to claim 1, it is characterised in that: the sizing bucket case
(1) open end edge is provided with cutting edge.
3. a kind of one-pass molding embankment gutter excavating device according to claim 1, it is characterised in that: the absolute altitude limit
Steel plate (3) upper surface is also welded with " T " font earth-retaining component (4), and earth-retaining component (4) is by wide with absolute altitude limit steel plate (3)
Spend the parallel lateral breast boards (401) in direction and the longitudinal breast boards parallel with absolute altitude limit steel plate (3) length direction
(402) it is welded to form.
4. a kind of one-pass molding embankment gutter excavating device according to claim 3, it is characterised in that: the earth-retaining component
It (4) further include stiffener plate (5), (5) two sides of stiffener plate limit steel plate (3) upper surface, longitudinal direction with the absolute altitude respectively
Breast boards (402) welds together.
5. a kind of one-pass molding embankment gutter excavating device according to claim 3, it is characterised in that: the transverse direction earth-retaining
Plate (401) intersects with absolute altitude limit steel plate (3) upper surface inclination.
6. a kind of one-pass molding embankment gutter excavating device according to claim 1, it is characterised in that: the otic placode (6)
Length direction is parallel with absolute altitude limit steel plate (3) width direction.
7. a kind of one-pass molding embankment gutter excavating device according to claim 1, it is characterised in that: the otic placode (6)
Quantity is two pieces, and is respectively in the two sides in absolute altitude limit steel plate (3) lengthwise centers section.
8. a kind of one-pass molding embankment gutter excavating device according to claim 1, it is characterised in that: the sizing bucket case
(1) by being arranged in the bottom steel plate of the side steel plate (101), parallel arrangement of the left and right sides below absolute altitude limit steel plate (3)
(102) and setting is arranged in the rear steel plate (103) below absolute altitude limit steel plate (3) and surrounds and welds together composition.
9. one-pass molding embankment gutter excavating device according to claim 8, it is characterised in that: steel plate (103) after described
On be provided with several ventholes (7).
10. a kind of one-pass molding embankment gutter excavating device according to claim 8, it is characterised in that: the sizing bucket
Case (1) further includes case supports steel plate (2), case supports steel plate (2) two sides parallel with respect to each other. respectively with the bottom steel plate
(102), absolute altitude limit steel plate (3) lower surface welds together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821633715.0U CN209603214U (en) | 2018-10-09 | 2018-10-09 | A kind of one-pass molding embankment gutter excavating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821633715.0U CN209603214U (en) | 2018-10-09 | 2018-10-09 | A kind of one-pass molding embankment gutter excavating device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209603214U true CN209603214U (en) | 2019-11-08 |
Family
ID=68393695
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821633715.0U Expired - Fee Related CN209603214U (en) | 2018-10-09 | 2018-10-09 | A kind of one-pass molding embankment gutter excavating device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209603214U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339133A (en) * | 2018-10-09 | 2019-02-15 | 中铁五局集团有限公司 | A kind of embankment gutter excavating device and embankment gutter excavation method |
| CN111395362A (en) * | 2020-03-23 | 2020-07-10 | 中电建十一局工程有限公司 | Construction method for quickly excavating and forming small-section channel by customized bucket |
-
2018
- 2018-10-09 CN CN201821633715.0U patent/CN209603214U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109339133A (en) * | 2018-10-09 | 2019-02-15 | 中铁五局集团有限公司 | A kind of embankment gutter excavating device and embankment gutter excavation method |
| CN111395362A (en) * | 2020-03-23 | 2020-07-10 | 中电建十一局工程有限公司 | Construction method for quickly excavating and forming small-section channel by customized bucket |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 550003 No. 23, jujube Road, Yunyan District, Guizhou, Guiyang Co-patentee after: Mechanization engineering Co., Ltd of group of ZhongTie No.5 bureau Patentee after: CHINA RAILWAY NO.5 ENGINEERING GROUP CO., LTD. Address before: 550003 Zao Shan Road, Nanming District, Guiyang, Guizhou Province, No. 23 Co-patentee before: Mechanization engineering Co., Ltd of group of ZhongTie No.5 bureau Patentee before: CHINA RAILWAY NO.5 ENGINEERING GROUP CO., LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191108 Termination date: 20201009 |